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Page 195
... stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to grain ...
... stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to grain ...
Page 409
... stress to column yield stress . = Ratio of column yield stress to stiffener yield stress . = Ratio of " critical " web stress , according to the linear buckling theory , to the shear yield stress of web material ; equal to π2Ek√3 - 12 ...
... stress to column yield stress . = Ratio of column yield stress to stiffener yield stress . = Ratio of " critical " web stress , according to the linear buckling theory , to the shear yield stress of web material ; equal to π2Ek√3 - 12 ...
Page 424
International Conference of Building Officials. WHERE : Fy = yield stress of web steel . This shear transfer may be reduced in the same proportion that the largest computed shear stress f , in the adjacent panels is less than that per ...
International Conference of Building Officials. WHERE : Fy = yield stress of web steel . This shear transfer may be reduced in the same proportion that the largest computed shear stress f , in the adjacent panels is less than that per ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength